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首页> 外文期刊>Proceedings of the Institution of Mechanical Engineers, Part C. Journal of mechanical engineering science >A modified wave approach for calculation of natural frequencies and mode shapes in arbitrary non-uniform one-dimensional waveguides
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A modified wave approach for calculation of natural frequencies and mode shapes in arbitrary non-uniform one-dimensional waveguides

机译:一种用于计算任意非均匀一维波导中固有频率和模态形状的改进波方法

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In this article, using the wave propagation method, the natural frequencies and mode shapes of an arbitrary non-uniform one-dimensional waveguide are calculated. The non-uniform rods and beams are partitioned into several continuous segments with constant cross-sections, for which there exists an exact analytical solution. At the end of each segment, waves in positive and negative directions are obtained in terms of waves at initial segment and subsequently, the calculations of the mode shapes become simple. By satisfying the boundary conditions, the characteristic equation is obtained and natural frequencies are calculated for both the arbitrary non-uniform rod and beam. Also, by adding waves in positive and negative directions at the end point of each segment, the mode shapes are obtained. To verify the modified wave method presented here, the frequencies and mode shapes of the rod and the beam with a polynomial cross-section having an exact analytical solution are compared and have been proven to be of high accuracy. Besides, comparisons of finite element method are also included. Therefore, this method can also be used to calculate the natural frequencies and mode shapes of rods and beams with any arbitrary variable cross-section for which no analytical solution is available. For the 'Modified Wave Approach' developed here, dimensions of transmission matrix remain constant if the number of segments is increased, while in general wave propagation method, dimensions of transmission matrix increase upon increasing the number of segments. Besides this novelty, this method has the advantage that it gives all the natural frequencies and mode shapes, unlike other approximate methods such as weighted residual, Rayleigh-Ritz, and finite difference methods which have their own shortcomings such as limited number of natural frequencies. Also, since each segment has an exact analytical solution, in contrast to other approximate methods, much higher accuracy is obtained even with only a few number of partitions.
机译:在本文中,使用波传播方法,计算了任意非均匀一维波导的固有频率和模式形状。不均匀的杆和梁被分成具有恒定横截面的几个连续段,为此,存在一种精确的分析解决方案。在每个分段的末尾,根据初始分段处的波获得了正向和负向的波,随后,模态形状的计算变得简单。通过满足边界条件,获得了特征方程,并为任意非均匀杆和梁计算了固有频率。另外,通过在每个段的端点处在正和负方向上相加波,可以获得模态形状。为了验证此处介绍的改进波方法,比较了具有精确解析解的多项式横截面的杆和梁的频率和模式形状,并证明了它们的高精度。此外,还包括有限元方法的比较。因此,该方法还可以用于计算没有任意解析解的任意横截面的杆和梁的固有频率和振型。对于此处开发的“改进波方法”,如果增加段数,则传输矩阵的尺寸保持不变,而在一般的波传播方法中,随着段数的增加,传输矩阵的尺寸也会增加。除了这种新颖性,该方法还具有所有固有频率和模态形状的优点,这与其他近似方法(例如加权残差,瑞利-里兹(Rayleigh-Ritz))和有限差分法(其固有缺点如有限的固有频率)不同。另外,由于每个段都有精确的解析解,所以与其他近似方法相比,即使只有很少的分区,也可以获得更高的精度。

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